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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹70.5 LAdmitted-Finance | -52.99% | ₹70.5 L | L1 | Admitted-Finance |
| 2 | L2₹74.2 LAdmitted-Finance | -50.51% | ₹74.2 L | L2 | Admitted-Finance |
| 3 | L3₹78.2 LAdmitted-Finance | -47.85% | ₹78.2 L | L3 | Admitted-Finance |
| 4 | L4₹93.8 LAdmitted-Finance | -37.47% | ₹93.8 L | L4 | Admitted-Finance |
| 5 | L5₹1.1 CrAdmitted-Finance | -27.99% | ₹1.1 Cr | L5 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
27 Feb 2026, 4:00 pmClosed
Er Rajesh Kumar
Executive Engineer PWD R and B Division Basohli
Please refer in BOQ
2026_PWDJK_304069_1
e-NIT No.76 of 2025-26 Dated 20-02-2026
Open Tender
Civil Works
180 days
Basohli
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division Basohli
₹3 L
5 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
27 Feb 2026
22 Feb 2026
Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. a) All kinds of soil.
Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. a) All kinds of soil.
Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size).
Providing and laying cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) with 20% boulders.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. a) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Hand packing stones in wire crates of B.A. wire 4mm & mesh of size 10cm x 10 cm including cost of stones & wire crates. The wire crates length should not exceed 6.00 mtr.
Dumping stones in horizontal i.e. on level including cost of stones.
Centering and shuttering including strutting propping etc. and removal of form work for:-
Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform.
Edges of slabs and breaks in floors and walls above 20cm wide.
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone.
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level a) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with: a) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Sand from Billawar for an av. lead of 106.00 km. by M.T.
Stone aggregate (Crusher bajree) below 40mm nominal size from Billawar for an av. lead of 106.00 km. by M.T.
Stone aggregate 40mm nominal size & above from Billawar for an av. lead of 106.00 km. by M.T.
Stones / boulders from Chiril nallah for an av. lead of 8.00 km. by M.T.
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